HomeMy WebLinkAboutDWG 418-9A; CUP 172; CARLSBAD AIRPORT CENTER HANGAR REMODEL; 01-05GRADING NOTES
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE
CARLSBAD MUNICIPAL CODE.)
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
J. CITY APPROVAL OF PLANS 00£S NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-
WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS ANO OMISSIONS
DISCOVERED DURING CONSTRUCT/ON. ALL PLAN REVISIONS SHALL BE PROMP/L Y
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON THE PERM/TT££'$ POLICY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE
COMPANY WRITING THE POLICY MUST HAVE A RATING OF 'A' AND A SIZE
CA TfGORY OF CLASS V AS ESTABLISHED BY 'BESTS" KEY RA TING GU/OE.
5. UNLESS EXEMPTED BY SECTION 301.(b)5 OF THE UNIFORM BUILDING CODE,
RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE
PERMITS FROM THE BUILDING DEPARTMENT.
6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
THE CITY ANO OTHER APPROPR/A TE AGENCIES.
7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED.
8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTEO WITHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS AND THE Tl/LE SHEET.
9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MA/NTA/NEO TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMI TTEO TO THE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS.
13. A SOILS COMPACTION REPORT ANO COMPLIANCE VERIFICATION REGARDING
ADHERENCE TO RECOMMENDA T/ONS OU/LINED IN THE SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL BE OONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE
STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE
" EARTHWORK SPECIF/CA T/ONS " ATTACHED TO THE PRELIMINARY SOILS
INVEST/GA T/ON. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PRECONSIBVCDON MEEDNG SHALL BE HELD AT IHE SITE PRIOR W THE
BfGJNN/NG DE WORK AND SHAU BE ATTENDED BY All REPRESENTADVES
RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL
OTHER ASPECTS OF IHE WORK, THE CONTRACTOR SHALL SCHEDULE THE MEETING
THROUGH THE PERMIT CLERK/438-1161 ext.4323) AT LEAST FIVE(5) WORKING
DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE
AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY
THE PROJECT INSPECTOR AT THE MEETING.
15. ALL INSPECilON REQUESTS OTHER IHAN £OR PRECONSIRUCDON MEEDNG 1111 I BE •
MADE BY CAIi iNG THE fNGINFFRING 24-HOUR IN$PECVON REQUEST I/NF AT"
(760) 438-3891.INSPECTION R[QUESTS MUST BE RECEl'!EQ PRIOR TO 2: 00 P.M.
ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER
2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL.
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMIITING
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE .
OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING Tli!E
EXCAVA T/ON OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF THE PLAN YAR/ES FROM THE SHORING SYSTEM
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, Tl/LE 8
CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARW BY A
REGISIEREO ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO
EXCAVA T/ON.
18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING
PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA
DURING CONSTRUCTION. OPERA VONS WILL CEASE IMMEOIA TEL Y. AND THE
PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR. ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED
GRADING EQUIPMENT SHALL BE UM/TEO TO THE PERIOD BETWEEN 7: 00 A.M. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERA T/ONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A UST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPART.MENT COUNTER.)
21. ALL OFF SITE HAUL ROUTFS SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK.
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE
DEPOSITED AT, A SIT£ APPROVED BY THE CITY ENGINEER. THE CONTRACTOR
SHALL 8£ RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL
ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.
23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE
TO BE REMOVED UNLESS SPECIF/CALLY NO TEO ON THE PLAN.
24. ALL AREAS SHALL BE GRADED TO DRAIN.GRADING RESULTING IN THE PONDING OF
WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A
MINIMUM ONE PERCENT SLOPE.
25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION
CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY
THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR.
26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND
ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED
AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER.
27. ALL SLOPES SHALL BE IRRIGATEO, STABILIZED. PLANTED AND/OR HYDROSEEDEO
WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE
AS SHOWN ON THE APPROVED GRADING PLANS.
ENGlNURl!iC, me.
C o NsTRUCTION TESTIN G & ENGINEERING, INC
GEOTECHNICAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION
24-U-VINBY!RD A.VKNUE, 8TB G ISCONDIDO CA V2029 (760) 746-4966
CTE JOB NO. 10-6138C
' PRE C I S E
P ALOMAR
28. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE
THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE
AND /RR/GA T/ON PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS.
29. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM
D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES. UP TO 15" PVC MAY BE
UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH J/4"
ROCK PER SDRSD S-4 TYPE "C" AND PIPE MEETS AST.M STANDARD 3034 FOR
SDR 35 SOLID WALL PIPE.
JO. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE
GRADING OPERA T/ON, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING
OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER
AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY
THE CITY ENGINEER.
31. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
(ABOVE GROUND AND UNDER GROUND) WITHIN THE PROJECT SITE SUFFICIEN/LY
AHEAD OF GRADING TO PERMIT THE RE\1SION OF THE GRADING PLANS IF IT IS
FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED
WORK.
32. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR
FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT /2803/ 422-4133
SDG&E 760 480-7647
PACIFIC BELL 00 892-0123
ADELPHIA CABLE COMMUNICATIONS (760) 438-7741
COX COMMUN/CATIONS (760) 806-9809
CITY OF CARLSBAD/STREETS & STORM DRAIN) (760) 434-2980
' CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) (760) 438-2722
• SAN D/EGU/TO WATER DISTRICT (760) 633-2650
• LEUCADIA COUNTY WATER DISTRICT (760) 753-0155
• VALLEC/TOS WATER DISTRICT (760) 744-0460
• OUVENHAIN WATER DISTRICT (760) 753-6466
• BUENA SANITATION DISTRICT (760) 726-1340
• AS APPROPRIATE
33. PERMIT COMPLIANCE REQUIREMENTS:
A. FOR CONTROLLED raRADING-THE APPLICANT HIRES A CIVIL ENGINEER.
SOILS ENGINEER, AND{_OR GEOLOGIST TO GIVE TECHNICAL ADVICE.
OBSERVE AND CONTROL THE WORK IN PROGRESS /15.16.120 A.BJ
CARLSBAD MUNICIPAL CODE.
B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT-THE FOLLOWING
REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE
PROJECT INSPECTOR /15.16.120 A.10} CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING
AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CITY
CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINEERING DEPART.MENT).
(2) AS-BUILT GRADING PLAN.
(J) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES
RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO
THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF
FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO
INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE
GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND
RECOMMENDATIONS OU/LINED IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO. '
( 4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
34. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1)
YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED
TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR
ANY SUCH RECHECK.
35. THE SOILS REPORT Tl/LED GEO TECHNICAL INVEST/GA TION PROPOSED PALOMAR AIRPORT
REDEVELOPMENT McCLELLEN-PALOMAR AIRPORT, CARLSBAD, CALIFORNIA
PREPARED BY URS CORPORATION DATED FEBRUARY 11,2004. SHALL BE CONSIDERED
PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE
WITH THE RECOMMENDA T/ONS AND SPECIF/CA T/ONS CONTAINED IN SAID SOILS REPORT.
36. THE EXISTING 10" SEWER MAIN IS TO REMAIN IN SERVICE AND ABSOLUTELY NO
GRADING OR FILLING WILL OCCUR OVER THE EXISTING FACILITIES WITHOUT DIST.
ENGINEERS APPROVAL.
37. FIRE SPRINKLER SYSTEM & FIRE HYDRANT PROFILE SHALL BE SUBMITTED SEPARATELY
BY THE CONTRACTOR. ALL THE FIRE LINE, FIRE HYDRANT & SPRINKLER SHOWN IN THE
ORA WING ARE APPROX/MA TE.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I
HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED
IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS
CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE
CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: CONSTRUCTION TESTING & ENGINEERING
ADDRESS: __ .fc2:,c41cc4_Vle,N!=EceYAc,RO!:D:..Ac_VE'-='-. -"SU,cl.!!TE'-'CG ____ _
CITY, STATE: ESCONDIDO. CA 92029
TELE~-!!J!11!!J BY: ... ;( --DATE: 'l-2,.0 • 04
RODNEY D. BALLARD
R.C.E. NO.: 43345
REGISTRATION EXP/RATION DA TE: 06-30-06
EARTHWORK QUANTITIES
CUT: 4449 CY
FILL: 4698 CY
IMPORT: 248 CY
REMEDIAL: 9000 CY
G R AD I NG PLAN
A I RPOR T C E N TER
VICINITY
CITY OF OC EANSIDE
HIGHWAY 18
PACIFI C
OCEAN
J,.
v
MAP
NOT TO
SCALE
SOILS ENGINEER'S CERTIFICATE
SITE
/, LEO HANDFELT, A REGISTERED GEOTECHNICAL ENGINEER AS A
REPRESENTATIVE OF URS CORPORATION A CALIFORNIA COMPANY,
PR/NC/PALLY DOING BUSINESS IN THE FIELD OF GEO TECHNICAL ENGINEERING
AND ENGINEERING GEOLOGY CERTIFY THAT SAMPLING AND STUDY OF THE
SOIL CONDITIONS PREVALENT WITHIN THIS SI TE WAS MADE BY THIS OFFICE
AND PRESENTED IN OUR GEO TECHNICAL INVEST/GA TION REPORT DATED
FEBRUARY 11, 2004. TWO COPIES OF THE GEOT.ECHNICAL REPORT, WITH OUR
RECOMMENDATIONS, HAVE BEEN SUBM/Tc T THE OFFICE OF THE CITY ENGINEER.
SIGNED: ~~A-. ,,,,
/
R.G.E. NO.
DATE:
LICENSE EXP/RATION DA TE:
OWNER'S CERTIF1CATE
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL
GRADING ACTIVITY ND ADVISE ON~ COMPACTION AND STABILITY OF
THIS SITE. A I )
( lJW,!\, J/ rt ,r;, :r -2-1-o:+:
RICHARD LEE SAX DA TE
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY
SURVEY METHODS FROM INFORMATION GATHERED ON AUGUST 9, 2003
BY PROJECT DESIGN CONSULTANTS.
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
PROJECT LOCATION
THIS PROJECT ADDRESS IS 2100 & 2150 PALOMAR AIRPORT ROAD
CARLSBAD, CALIFORNIA
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER:
760-221-03
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS:
350 N 1683 E
LEGAL DESCRIPTION
THAT PORTION OF MCCLELLAN-PALOMAR AIRPORT (AIRPORT) AS DESCRIBED IN DEED TO THE COUNTY OF
SAN DIEqo, RECORDED FEBRUARY 17, 1958 IN BOOK 6952. PAGE 391 OF OFFICIAL RECORDS (DEED), IN
THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, BEING A PORTION OF LOT "G" OF THE RANCHO
AGUA HEDON/A, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO PARTITION MAP
THEREOF NO. 823 FILED IN SAID COUNTYS RECORDER'S OFFICE.
OWNER /DEVELOPE R
PALOMAR AIRPORT CENTER
2192 PALOMAR AIRPORT ROAD
CARLSBAD, CA
CONTACT: RICHARD SAX
760-930-0123
760-930-0124 (FAX)
REFERENCED DRAWINGS
CITY OF CARLSBAD DWG NO. 389-07
CITY OF CARLSBAD OWG NO. 323-03 PAGE 4 OF 29
CARLSBAD MUNICIPAL WATER DISTRICT CMII!) 78-208
CARLSBAD MUNICIPAL WATER DISTRICT CMWD 81 -204
COSTA REAL MUNICIPAL WATER DISTRICT CMII!) 82-221
COUNTY OF SAN DIEGO FAA AIP#J-06-0036-11,13.15
PLANNING DE PARTMENT APPROVAL
~~t)fu, DATE: 11/z../o+
IIICILW. I, ROLZIIIIJ.iR PLINNING DIRICTOR ~1.it DATE: /1/ 1.-/ o'{
REC01111ENDm BY: rYJ. vW ,:;-,, ,.,., ~ (PIII!IT NAIii)
.-,-----·-. _, _______ .
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS,
REMEDIAL GRADING, DRAINAGE FACILITIES. EROSION CONTROL FACILITIES, AND
PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS.
AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET
OF PLANS AND T.HE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS. RESOLUTIONS
AND ORDINANCES CITED ON THESE PLANS.
THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING
DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY
ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
J. THIS SET OF PLANS
4. RESOLUTION NO. N/A NIA
5. THE STANDARD SPECIFICAnONS FOR PUBLIC WORKS CONSTRUCT/ON (GREEN
BOOK).
6. SOILS REPORT AND RECOMMENDATIONS BY URS CORPORATION DATED FEBRUARY 11, 20D4
7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY
THE CITY OF CARLSBAD STANDARDS.
8. ENVIRONMENTAL APPROVAL DOCUMENTS DA TED NIA
9. STORM WATER POLLUTION PREVENTION PLAN OA TEscO __ Ace,U"-'G"'U""SLT _,,_2,,4,~2c,O,c04~
10. STORM WATER MANAGEMENT PLAN DATED AUGUST 25 2004
SHEET INDEX
41B-9A
418-9A
41B-9A
418-9A
418-9A
SHEET I
SHEET 2
SHEET 3
SHEET 4
SHEET 5
COVER SHEET AND GENERAL NOTES
DEMOLITION PLAN
PRECISE GRADING PLAN
PAVING PLAN
EROSION CONTROL PLAN
LEGEND
DESCRIPTION
LIGHT AIRCRAFT, CARS AND TRUCKS
GLOBAL EXPRESS AIRCRAFT
FALCON, GULFSTREAM GV
EX/ST. CONTOUR
FIN ISH SURFACE ELEVATION
GRADE BREAK
LEASE LI NE BOUNDARY
FLOWUNE ELEVATION
DWG.NO.
(SEE SHEE T 4)
(SEE SHEET 4)
(SEE SHEET 4)
RETAINING WALL (BY SEPARATE PERM IT) C-4
SURF ACE GRATE DRAIN
TRENCH DRAIN
GRAVEL BAGS
SILT FENCE
'SAND OIL IN TERCEPTOR (JENSON 15.000 GALLON)
*WATER (SIZE SHOWN ON PLANS)
'8" P. V.C. FIRE SERVICE
*1" WATER METER
*1 1 /2" WATER METER
•BACKFLOW PREVENTER-FIRE
*PROPOSED FIRE HYDRANT
*THRUST BLOCKS
'WATER VALVE
•SEWER (SIZE SHOWN ON PLANS)
*SEWER MANHOLE
*SEWER MAIN CLEANOUT
*2" MANUAL AIR RELEASE ASSEMBLY
*2" BLOW-OFF MANUAL AIR RELEASE
*PROTECTION POST
CMWD W15
CMWD W16
SDRSD S-2
CMWD S6
CMWD W5
CMWD W6
CMWD W24
*PER IMPROVEMENT PLANS, DWG. NO. 418-9
SYMBOL
W//2l rQQ._
320.0 ES ,
--
320.0 FL
------
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w
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r--r
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6
@
s
@
0 --
(%)
0
QUANTITY
34.206 SF
142.536 SF
48,890 SF
240 LF
262 LF
1,250 LF
588 LF
1,860 LF
1 EA
3,200 LF
106 LF
4 EA
4 EA
3 EA
5 EA
12 EA
19 EA
564 LF
2 EA
4 EA
2 EA
1 EA
20 EA
/
: I
, ---i--+-------------+-----+---t--t--1 I SH1EET I CITY OF CARL SBAD ~5~
,-:=::::::='..'==:::E::N::G::IN::E::E:::R::IN::G::::::DE::P:::A:::R:::T:::M::EN::::T:::::::=;::...'L2_j:;:::::::::=
PRECISE GRADING AND EROSION CONTROL PL,\NS FOR:
PALOMAR AIRPO RT CENTER
ENGINE ER OF WORK "AS BUi l T"
Cl/C{;;t(-.A t -r -0 c
HANGAR REMODEL ··
BENCH MARK
DESCRIPTION: 2 1/2" STAMPED ALUMINUM DISK
LOCATION; 260' +/-NORTH OF CENTERLINE OF PALOMAR AIRPORT RUNWAY
RECORDED: CALTRANS CONTROL STA. 'HPGN 11-07' NGVD 29 DATUM
ELEVATION: J09.19 DATUM: M.S.L. DATUM
, /'I I~ / RCE 49846 EXP. G/30/0G DATE aJi-=---~-~~-~----9•J.
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A()T•E04 !rR-~V-IE_/_vD-vB-./~--• --=-_ -------1
RODNEY D. BALLARD RCE 43345 -~ &,~~ &/4.4'/4 t,
IN PEC OR DATE
G/1/0& Jf'R
DA TE INITIAL
ENGINEER OF WORK
AB BUILT
1\ REV. FF EC.cV8 . Rll380H GUTTf3R. NOT
USED ,· SECTION "A-A. Oel"ICT OVeR.lAY
Fl RIO&EUNE. SHT 3
REVISION DESCR IPTI ON
DA TE INITIAL DA TE INITIAL
OTHER APPROVAL CITY APPROVAL
APPROVED: LLOYD B. HUBBS d J-
~ P~ES 12/31/05
OWN BY: PROJECT NO.
CHKD BY:
RVWD BY: CUP 172 I
DRAWING NO.
. DWG 418-9A
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NOTES:
,. 1HE [XISllNG unurr LJN[S ARE BASED ON FlruJ ',£RJFICAllON AND/OR AVAILABi.£ 1/IFORIIAnON.
CONTRACTOR SHALL Bf Rf5PCWSIBL£ FOR Fl£J.ll ',f:RIFICA nON OF ALL EXlSllNG unune:s.
2. [Xl,CT LOCA nON AND DfP1H OF EX/S111/G Unu77£S ARE UHKNOWN. CONTRACTOR TO 't£RIFY AND fflOIEC
DURING CONSTRUCnON.
J. ALL EXJSnNG UNUSED .5fll£R LA IERALS SHALL Bf PLUGGED AT t.EASf UN[ BY CONTRACTOR.
4. ALL EXIST/HG UNUSED WA 1EJ? LA IERALS SHALL Bf CAPPfD AT 1Hf WA 1ER IIAIN, AND 1Hf LA IERAL
ABAND<»lfD IN PLACf BY 1Hf CONTRACTOR.
5. FOR ALL AREAS CONTRACTOR IS RfQUIRfD TO RfSTORE TO fXISllNG CONDlllONS. CONTRACTOR SHALL
DOC/NfNT fXJSllNG COND/nONS BY FlfUJ SLJR',£)1NG, AND/OR 01H£R ADD/llONAL llf1HODS (PICTURfS. ',IOEO
TAPING. fTC. PRfOR TO ODlalllON OR TRENCHING TO fNS/JRf IJ?fAS DISTURBfD ARf RfBUIL T TO ORIGINAL
(fX/SllNG) CONDl110NS.
CAUTION!!
EXTREME CAUnON TO BE TAKEN DURING EXCA VA nON AND
co, /STRUCnON ACnvtnES DUE TO THE PRESENCE OF
UNUERGROUND ELECTRICAL LINES.
CAUVON!!
EXACT LOCAnON AND DEPTH OF EXISnNG ununES ARE
UNKNOWN. CONTRACTOR TO Vf:RIFY AND "PROTECT DURING
CONSTRUCnON.
CAUTION!!
THESE PLANS MA y NOT REFLE.CT AU EXISnNG ununES. CON"TRACTOR
TO CONFIRM THE LOCA nONs OF ALL EXISnNG ununES PRIOR TO START
OF MORK, AND NOTIFY ENGINEER OF MO'?K OF ANY DISCREPANCIES.
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ENGINEERING DEPARTMENT l~s1S I
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PRECISE GRADOilG PLAHS J'OR:
PALOMAR AIRPORT CENTER "?l
C
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APPROVED : LLOYD B. HL/BBS<.Yr BENCH MARK cl/4){L./ C,-/-(2(, ~
CoNSTRUCTION TESTING & ENGINEERING, INC DESCRIPnON: 2 112• STAllffi/ ALUIIINUII DISK ~~£a0 RCE ./~!J45 EXP. r,/eo/oc,, DATE 1... LOCA noN: 260' ti N0011t OF CfNTfRLJNE OF PALOMAR AIRPORT RUNWAY a, .. iOl:&.iiNICil !ND COIISTRUC'nON INGINIIIIIIIG IISIIN.; !ND LNSl'lttlON
.. 4 "· ~I ~.,.-S. ~ 11/,{,r.'I ,, CITY ENGINE-PE 2:i,(" EXPIRES 12/31/05 oi?TE 7
/1\ OWN BY: PROJECT NO. DATE INITIAL DATE INITIAL DATE INITIAL
a,a.www. -"· ELEVATION: J09.19 DATUM: U.S.L VATUU DATE err JOB NO. 10-e1:iec ROONEY D. BALLARD RCE 43345 I
I DRAWING NO. CHKD BY: --'
ENGINEER OF "M'.JRK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWO BY: 7 / / CUP 172 DWG 418-9A . 8'1' llBYill lmnll, 11!1 ' mG C. -('1'0) 7 .. IIH ~
___________________________________________________________________ ..... ________________ ..., ... IN..._...,.cT .. OR...._ ___________ oA_TE ___ ...., _______________________________________________________ .,.,
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CoNSTRUCTION TESTING & ENGINEERING, INC
l.BOlll,ii.NICAL AND CONSTRUCTION INGINIIRING 'IISnNG AND INSPICTION
IIU --lmt/1, ffl C DI·-Cl -(711) 7d INI
CTE JOB NO. 10-SIJl!C
BENCH MARK
DESCRIPTION: 2 112" STAIIPfD AJ,,UIIINUIA DISK
(('
~ ~
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EXP.06/30/06
c1v1~
LOCA 110N: 260' +/-NORTH Of CENTfRLJHf Of PALCNAR AIRPORT f/UNW.A Y
RECORDED: CAL TflANS CONTIIOC ST.A, "HPGN 11-07" NG~ 29 D.A TUM
ELEVA 110N: 309. 19 DA TUM: AI.S.L DMUAI
-_,
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,.__ r~=306.o6 '1'-:i, ....
_ -----:Jrg 4 I =
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ENG INEER OF WORK "AS BUil T"
{lJrwM u,-(-Ofo
RCE 4'!145 EXP. G/30/0C, DATE
x 22.g
Asphol t
~ CITY OF CARLSBAD ISHSEETSI l---+---+----------------+------1---+---+----I ~ ENGINEERING DEPARTMENT
1----+---+----------------+-----t---+---+-----f
PRECJSJ: GRADDIG PLANS FOR:
PALO MAR AIRPORT CENTER
in
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1------+---+ll==':,.:e==o'----'-i _,SE,==C::..n:..::oc:..H:....'Ac:.....:-A_,_,._' ..::.~.=t:.P.:....~:..::c;;_r-'O'-"vlC:c.::..~=--'Y_,_,_,F(.._+------1---+---+----I ~d~oi<~~-~-~,J°"~~~~ii!!:t,,~!'.;'..-~-~-+~-:-::--=--=--'l/¥•'l i:::
RtOGcLtNe CITY ENGINEEfiE 2388.,rEXPIRES 12 31 05 DATE ~
Dv.N BY: PRO..CCT NO. DRAWING NO. ~
RWA ~.C EN~~ :
1
~ REVISION DESCRIPTION 0':: ~~:~ ~~ m:~::~ 2~ ~~: CUP 172 DWG 418-9A ,5 RODNEY D. BALLARD RCE 43345
INSPECTOR DA TE / L..---------------------------------------.....i.-----------....i.~=,:.;..... ______ __,;,;, ___ ......, _____________________________________ _
; LANDFlt.L
BOUNDARY
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4
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=
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1 inch = 40 ft.
CoNSTRU CTION TESTING 1c ENGINEBRING, INC
GIOTECIINJCAL AND CONSTRUCTION INGINIBRING TISTING AND INSPBC'l'IOII
2414 "1111£11 ·-ffl , ... ...-&l-('PIO) 7'1 -
CTE JOB NO. 10-61J8C
TAXI W-l-Y EDGE
= =
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4
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BENCH KARI(
DE:SCRIPTTON: 2 112" STAMPfD ALUWNUM DISK
LOCA TTON: 260' +/-NORTH Of CfNTfRUNf Of PALOIIIAR AIRPORT RUNWAY
RECORDED: CAL TRANS CONTRa. STA. "HPGii 11-0T NGW 29 DA TUI.I
ELEVA TTON: 309.19 DA TUM: M.S.L DA TUii
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PAVEME NT TABLE
RE-LIME ASPHALT BASE BASE COMPACTED TREATED REIN FORCEMEN
SYMBOL ASPHALT CONDI TI ONS CONCRETE CLASS 2AB CLASS 3AB SUBGRADE SUBGRADE
I (INCHES) {INCHES) {INCHES) (INCHES) {INCHES)
lf4 01 a-o.c.
CENTER OF_ TA XI W~ 12
t .· -~ :1 OP TION /fl 11 PCC 8 --TOP & BOTTOM .. GLOBAL EXPRESS AIRCRAFT
lf4 018 o.c.
EDGE OF JA
EDGE Qf EX
t
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2 1' X
Ac;r,hLIIL
' ' ' 6 )( '<
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COUNTY PROPERTY
•,4 -OPTION lf2 11 PCC ---12 TOP & BOTTOM
L WA y OPTION lf3 4 8 15 12 --
PA~IN,Q_ OP TION lf4 4 8 - -12 -
\
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' 4 X
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DC
r
11 PCC (:}?:~ri::L\: OP TION /fl GLOBAL EXPRESS AIRCRAFT
WITH IN PROPERTY BOUNDARY OP TION lf2 11 PCC
~ FALCON, OPTI ON /fl 4
GULFSTREAM GV OP TI ON lf2 3
K><X>1 AC OVERLAY EXSITING
I I
AC OVERLAY TO MATCH EXISTING -PAVEMEN T
.
NOTES:
1. DESIGN IN COUNTY PROPERTY SHOULD BE PER THE FAA PAVEMENT
DESIGN GU IDE
2. JOINT SPACING SHALL BE 15'X15' PER FAA STANDARDS
3. EXPANSION JOINTS SHALL BE USED AT INTERSECTION S WHERE
PAVEMENTS ABUT STRUCTURES AND THE EXISTING TAXIWAY AND
TAXI LANE.
4. ROD BACKUP MA TERIAL MUST BE COMPATIBLE WITH THE TYPE OF
SEALAN T USED AND SIZED TO PROVIDE THE DESIRED SHAPE FACTOR.
5. FUEL RESISTANT SEALANTS PER ITEM P-605 OF THE FAA
SPECIFICATIONS SHOULD BE USED IN AREAS SUBJECTED TO FUEL
SPILLAGE
DETAIL 1
NON-EXTRUDING PREMOlDED
COMPRESSIBLE MA 1ERIAL
T .75"
L.__,t:::=:::::::::::: .........c=::::=======---iTe
7
TO THE NEAREST JOINT
NOT LESS TH AN 1 O'
Te-1.25T TO THE NEAREST 1"
BUT AT LEAST T+2"
T/2 +/-0.5"
EXPANSION JOINTS: TYPE B
JOINT sPACING, 15'X45' MAX.
DETAJL 2
1•• 19" COWL O 12" O.C
7
T
~~=:----~ J PAJNT AND OIL ONE END Of DOWEL
T/2 +/-0 .5"
CONJBACTION JOINTS: DPE f PPWf] EP
JOINT sPACING: 15'X15' MAX.
DETAJL J
1•• 19" COWL O 12" O.C
7
T
~~=:----~ J PAINT AND 0,L ONE ENO Of DOWEL
CONSJBUCTION JOINTS· DPE P PQWf] EP
JOINT sPACING, 15'X15' MAX.
ROD BACKUP
MATERIAL
OPTIONAL
J.")()," CHAMFER
ROD BACKUP
MATERIAL
8
-
6
-
-
-
-
-
-
-
-
-
LEGEND
~
111111 1111 11
j" RADIUS
OR CHAMFER
PEJNL 1
12 - -
-12 -
12 --
-12 -
---
---
EXPANSION JOINT -TYPE B
CONTRACTION JOINT -DOWLED TYPE F
CONSTRUCTION JOIN T -DOWLED TYPE D
SAWCUT JOIN T ~ DEPTH T/4 +/-1/4"
SEALANT MATERIAL r+;-r
BE)OW SURF ACE
ROO BACKUP MATERIAL
NON-EXlRUOING PREMOLDED
COMPRESSIBLE WA 1ERIAL
ASTM D-1751 OR 1752
EXPANSION JOINT
.If,"
SEALANT MA TER I AL ¾" + 1-r
BELOW SURF ACE
1.25" MIN.
CONSTRUCTION JOINTS
BETWEEN SLABS
T/4 +/-¼"
PETAJL 2
CONSTRUCTION JOINT
.If,"
PETAJL 3
CONSTRUCTION JOINT
SEALAN T MATERIAL r+;-r
BELOW SURFAC E
1.25" MIN .
CONSTRUCTION JOINTS
BET'Mo:EN SLABS
~ CITY OF CARI.SBAD ISHsEETSI 1----1----+----------------r---;---1----,---;L_±_J ENGINEERING DEPARTMENT
1----+---f------------------+----t-----,r----,r----t
1----1----+----------------t---;--;----r---1 PAVING PLAN FOR:
EN GIN EE R OF WOR K "AS BUil T"
6Z A(k;V( c.-1-oe,
PAWMAR AIRPORT CENTER
HANGAR REMODEL
APPROVED: LLOYD 8. HUBBS llr
RCE ,f~~,4.5 EXP. t;/!JO/Oc, DATE
• • • A < ,;Ld..~c --
9 -"1~ RE?'VtEO j!Y:
DATE ~ /@ ROONEY D. BALLARD RCE 43345
DA TE INITIAL
ENGINEER Of WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
DWN BY: PRo.ECT NO.
CHKD BY: ~"4'7-1 f5 £fl: R\IW!l BY: Cu I 1
I DRAWING NO.
DWG 41 8-9A
IN!';PFl":TOR
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EROSION CONTROL NOTES EROSION CONTROL PLAN
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT J0C PATf. AT 760-930-0123 I I
2. EQUIPMENT ANO WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES OUR/NG THE RAINY SEASON. ALL NECESSARY MA Tf.RIALS SHALL BE C.(N_TER TAXI WA Y
STOCKPILED ON S/Tf. AT CONVENIENT LOCATIONS TO FAG/LITA Tf. RAP/0
CONSTRUC TION OF Tf.MPORARY OEVICES WHEN RAIN IS EMINENT. =
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOU T THE APPROVAL
OF THE ENGINEERING INSPECTOR.
E OF TAXI WA Y
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE SATISFAC TION OF THE CITY ENGINEER AFTf.R EACH RUN-OFF PRODUCING
RAINFALL
5. THE CONTRACTOR SHALL JNSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETf.D GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MA Y ARISE.
• la
&~ EDGE OF PAVIN G
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSAR Y PRECAUTIONS TO ,, ;\ PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WA Tf.RS CREA TE A
\_STORM DRAl1-I . ll<lLET PROTEC.TI.ON,
G~A VEL BAGS (2) ROWS HIGH
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHAL L
BE INCORPDRA TED HEREON. '
\
' STAGGERED. P[ACE VIZ QUEEN ON
INTERIOR . ,TYPICAL AL~, INLETS.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORKING DA Y.
9. ALL REMOVABLE PROTEC TIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN THE FIVE (5) DA Y RAIN PROBABILITY FORECAS T EXCEEDS FORTY
PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTf.R EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRA TE.
-
4/i o
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GR APHIC SCALE
20 40 80
I I I
1 inch = 40 ft. -
160
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